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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.9 LAccepted-AOC GRAM SAIDPUR KHURD TIKOLI DISTRICT BAGHPAT UTTAR PRADESH PIN CODE 250001 | BAGHPAT | BAGHPAT | UTTAR PRADESH | 250001 | ₹70.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹77.6 LRejected-Finance | ₹77.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹80.0 LRejected-Finance | ₹80.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹87.7 LRejected-Finance | ₹87.7 L | L4 | Rejected-Finance L4 |
| 5 | L5₹90.7 LRejected-Finance 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹90.7 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S SUDHIR KUMAR CONTRACTOR L1 | raghuvanshi construction L5 | M/S MOHD ASLAM CONTRACTOR L4 | M/S PUSHPENDER KUMAR SHARMA L2 | M/s Vicky Chaudhary Contractor, Prop. Vicky Chaudhary L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Scrapping of Upper Surface of Road | 10,200 | Sqm | 4.5 ₹45,900 | 5 ₹51,000 | 4 ₹40,800 | 0.5 ₹5,100 | 2 ₹20,400 |
| 2.00 | Earth work in Repairing Cut & Outer Slope Of Bank . Layers including remming and dressing 1.50M lift and 200 M lead. as directed by the Engineer-In-charge. (Including royality) (S.I.No.: 253(a) | 1,445 | Cum | 80 ₹1.2 L | 100 ₹1.4 L | 147 ₹2.1 L | 80 ₹1.2 L | 90 ₹1.3 L |
| 3.00 | Brick lining on both side of the road of M-150 bricks 7cm wide 11cm deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-In-charge (S.I. 765) | 3.74 | Km | 58,700 ₹2.2 L | 55,000 ₹2.1 L | 54,000 ₹2.0 L | 45,000 ₹1.7 L | 58,700 ₹2.2 L |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstics of coarse aggregate, watering and compacting to the required density, as per Latest MoRTH & mord Specification. (by Mechanical Means) | 841.5 | Cum | 2,350 ₹19.8 L | 2,800 ₹23.6 L | 2,820 ₹23.7 L | 2,400 ₹20.2 L | 2,100 ₹17.7 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, as per Latest MORTH & MORD specification.(by Mechanical Means) | 841.5 | Cum | 2,350 ₹19.8 L | 2,950 ₹24.8 L | 2,850 ₹24.0 L | 2,400 ₹20.2 L | 2,000 ₹16.8 L |
| 6.00 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502.(by Mechanical Means) | 11,220 | Sqm | 40 ₹4.5 L | 30 ₹3.4 L | 57.3 ₹6.4 L | 50 ₹5.6 L | 68.17 ₹7.6 L |
| 7.00 | Providing & applying tack coat of bitumen emulsion (VG-10) with using Emulsion distributor at the rate of 0.225 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical speficication. Clause 503 (by Mechanical Means). | 11,220 | Sqm | 12 ₹1.3 L | 10 ₹1.1 L | 11.35 ₹1.3 L | 9 ₹1.0 L | 13.5 ₹1.5 L |
| 8.00 | 20mm thick Open-Graded Premix Carpet using Bituminous (penteration grade/modified bitumen) Binder-Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using viscosity grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HOT MIX PLANT 120 TPH CAPACITY LAYING BY PAVER FINISHER HYDROSTATIC WITH SENSOR CONTROLER and rolling with a smooth wheeld roller 8-10 tonne capacity, finished to required level and graded to be followed by seal coat as per Latest MORTH & MORD Specification. | 11,220 | Sqm | 130 ₹14.6 L | 180 ₹20.2 L | 155.1 ₹17.4 L | 170 ₹19.1 L | 184.78 ₹20.7 L |
| 9.00 | Providing and MIXING BY HOT MIX PLANT 120 TPH CAPACITY LAYING BY PAVER FINISHER HYDROSTATIC WITH SENSOR CONTROLER seal coat by MECHANICAL MEANS with VG -10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Latest MORTH & MORD specification (BY MECHANICAL MEANS) | 11,220 | Sqm | 40 ₹4.5 L | 75 ₹8.4 L | 61 ₹6.8 L | 50 ₹5.6 L | 72.78 ₹8.2 L |
| 10.00 | Painting white/coloured traffic lines 8-15 cm wide in three coats with approved road making paint (Spirit base) as per directed by th engineer-in-charge including supply of all materials, labour, tools & plants etc required for proper completion of the work. | 7,480 | RM | 35 ₹2.6 L | 70 ₹5.2 L | 47 ₹3.5 L | 40 ₹3.0 L | 50 ₹3.7 L |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
4 Oct 2025, 11:00 amClosed
SE 1ST IWC MEERUT
SE OFFICE 1ST IWC MEERUT
As per the NIT
2025_UPIDC_1078229_4
09/SE-1/2025-26
Open Tender
Civil Works
45 days
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹2.1 L
SE OFFICE 1ST IWC MEERUT
25 Dec 2025
28 Sept 2025
4 Oct 2025
28 Sept 2025
4 Oct 2025
28 Sept 2025
2 Oct 2025
Amount
Scrapping of Upper Surface of Road
Earth work in Repairing Cut & Outer Slope Of Bank . Layers including remming and dressing 1.50M lift and 200 M lead. as directed by the Engineer-In-charge. (Including royality) (S.I.No.: 253(a)
Brick lining on both side of the road of M-150 bricks 7cm wide 11cm deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-In-charge (S.I. 765)
Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstics of coarse aggregate, watering and compacting to the required density, as per Latest MoRTH & mord Specification. (by Mechanical Means)
Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, as per Latest MORTH & MORD specification.(by Mechanical Means)
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502.(by Mechanical Means)
Providing & applying tack coat of bitumen emulsion (VG-10) with using Emulsion distributor at the rate of 0.225 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical speficication. Clause 503 (by Mechanical Means).
20mm thick Open-Graded Premix Carpet using Bituminous (penteration grade/modified bitumen) Binder-Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using viscosity grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HOT MIX PLANT 120 TPH CAPACITY LAYING BY PAVER FINISHER HYDROSTATIC WITH SENSOR CONTROLER and rolling with a smooth wheeld roller 8-10 tonne capacity, finished to required level and graded to be followed by seal coat as per Latest MORTH & MORD Specification.
Providing and MIXING BY HOT MIX PLANT 120 TPH CAPACITY LAYING BY PAVER FINISHER HYDROSTATIC WITH SENSOR CONTROLER seal coat by MECHANICAL MEANS with VG -10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Latest MORTH & MORD specification (BY MECHANICAL MEANS)
Painting white/coloured traffic lines 8-15 cm wide in three coats with approved road making paint (Spirit base) as per directed by th engineer-in-charge including supply of all materials, labour, tools & plants etc required for proper completion of the work.
M/S PUSHPENDER KUMAR SHARMA (BID ID -5581098)
M/s Vicky Chaudhary Contractor, Prop. Vicky Chaudhary (BID ID -5580670)
M/S MOHD ASLAM CONTRACTOR (BID ID -5580334)
raghuvanshi construction (BID ID -5580324)
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